Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Shao-Fei Ren"'
Publikováno v:
Ocean Engineering. 266:112839
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9af12e67de1e88104ffa84213a33d0d4
https://doi.org/10.1016/j.oceaneng.2022.112839
https://doi.org/10.1016/j.oceaneng.2022.112839
Publikováno v:
Ocean Engineering. 247:110537
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::152efce9ce7e87f954c041285439d4d4
https://doi.org/10.1016/j.oceaneng.2022.110537
https://doi.org/10.1016/j.oceaneng.2022.110537
Publikováno v:
Composite Structures. 261:113561
In this paper, we have studied the influence of the panel thickness on the underwater impact resistance performance of the pyramid lattice structure based on the SPH-FEM method. Firstly, a benchmark case is simulated and compared with the experimenta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b00b92e207b6df31b90cbda84164a371
https://doi.org/10.1016/j.compstruct.2021.113561
https://doi.org/10.1016/j.compstruct.2021.113561
Publikováno v:
China Ocean Engineering. 30:243-256
This paper presents analytical and numerical models to predict the behavior of unbonded flexible risers under torsion. The analytical model takes local bending and torsion of tensile armor wires into consideration, and equilibrium equations of forces
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b601b7d32a59ac16da6bf76aa84f91b
https://doi.org/10.1007/s13344-016-0015-9
https://doi.org/10.1007/s13344-016-0015-9
Publikováno v:
China Ocean Engineering. 28:249-258
Owing to nonlinear contact problems with slip and friction, a lot of limiting assumptions are made when developing analytical models to simulate the behavior of an unbonded flexible riser. Meanwhile, in order to avoid convergence problems and excessi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::efe3d5f05114101f2816d73385219047
https://doi.org/10.1007/s13344-014-0020-9
https://doi.org/10.1007/s13344-014-0020-9
Publikováno v:
Applied Mathematics and Mechanics. 33:1191-1206
In the underwater-shock environment, cavitation occurs near the structural surface. The dynamic response of fluid-structure interactions is influenced seriously by the cavitation effects. It is also the difficulty in the field of underwater explosion
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20895527f508062c9488b1db60617961
https://doi.org/10.1007/s10483-012-1615-8
https://doi.org/10.1007/s10483-012-1615-8
Publikováno v:
Volume 6A: Pipeline and Riser Technology.
This paper presents a numerical method to predict the behavior of unbonded flexible risers under symmetrical loads, and takes an eight-layer unbonded flexible riser for the case study. In order to accurately simulate geometric properties of the riser
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::000f66d9fa4ad912832e9100d93c7024
https://doi.org/10.1115/omae2014-23290
https://doi.org/10.1115/omae2014-23290
Publikováno v:
Volume 4A: Structures, Safety and Reliability.
Recently the research on freak waves has focused on the formation mechanism as well as the experimental and numerical simulation, however the study of freak waves’ action on marine structures which is often confined to numerical methods is still no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec9a1304054dc2efbfbfcf8a43c40684
https://doi.org/10.1115/omae2014-23288
https://doi.org/10.1115/omae2014-23288